HomeMy WebLinkAboutADM16-0006_plat draft 2.pdf " °F fr4!
z c
DUPLEX P °J-iaol9
ADMIN APROVAL
VAIL I \ TE RMOU TAI \ DEVELOPMENT SUBDI VI S I O\ 99AM
/29/20161 :00:00
A RESUBDI VISION OF LOT 10, BLOCK 9
TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO
/
FOUND A No. 4 REBAR WITH
1 4" ALUMINUM CAP
„ P.L.S. No. 5933
S 32°57'42" E - 15.23'
•LI'
o
'�c° / \ • *
LOT 12A
��' 1. VAIL/INTERMOUNTAIN DEVELOPMENT SUBDIVISION,
/ \ A RESUBDIVISION OF LOT 9, BLOCK 9 R=10305
VAIL WILDERNESS TOWNHOUSES !. �� (RECEPTION No. 929373) L=61.96'
(BOOK 304, PAGE 875) ,`C/ \ �° • ChB=S28°37'35"W
161/ / sem, 59°37'12" ChL=60.98'
�,�'Lj / \ R=115.00' AREA SUBJECT TO EASEMENT EXCHANGE AGREEMENT
L=119.66'x\
/ LOT 10N \ �,, ChB=N17°58'15"E (RECEPTION No. 20149556)
UTILITY & DRAINAGE / ChL=114.34' ///
EASEMENT 0.369 ACRES
(BOOK 255, PAGE 335) \ /
2745 7 SET A No. 5 REBAR \ / -=20°39'22"
\ WITH A 1 i" ALUMINUM CAP 7R, 00
// '� P.L.S. No. 30091 =42
OUTLINE OF 7' ChB=S18°40'21"W
FOUNDATION� / A ChL=44.82'
PROPERTY LINE ) \ OVERALL CURVE: I =6°17'36"
FOUND No. 4 REBAR WITH rCREATED BY THIS PLAT / / RADIUS = 100.00' R=115.00'
A 1 1" ALUMINUM CAP L_
P.L.S. N0. 5933 I / ' " I ChB S14'59'09"E
s DELTA = 64 30 35
s8S232 ARC = 112.59' �I �\ ChL=12.63'
LOT 9A 7.50' i_.___ F
TANGENT = 63°11 ^I
VAIL/INTERMOUNTAIN DEVELOPMENT SUBDIVISION, \ '°B1 CHORD = 106.74' . "�, EASEMENT EXCHANGE AGREEMENT
BLOCK 9, A RESUBDIVISION OF LOT 9 / PARCEL DETAIL
LOT 10N(RECEPTION No. 201404494) ELEVATION 8055.50' S 7834,21" R=500.001 BRG = S14°07'20"W oI
LOT 10S BELOW 36.80' E/ • L=90.29'
,v•I N
ELEVATION 8055.50' J24 24 ChB=S20°30'42"W oI
(SEE CROSS-SECTION DETAIL) � _1 5g1---- ChL=87.25' o1
S 11°25'39" W I- 24.00' S 11°25'39" W - 24.00' z • AREA SUBJECT TO EASEMENT EXCHANGE AGREEMENT
N / =25°29' 06" (RECEPTION No. 20149556)
6.30'. AREA SUBJECT TO EASEMENT EXCHANGE AGREEMENT R=50.00'
S 78°34'21" E ' 5.79' r 5p L=22.24' =105°44'52"
/ (RECEPTION No. 20149556) �/
ChB=N21'05'13"E
N N S 11°25'39" W/- 2.50' J / R=35.00'
S 78°34'2 " E - 12.0' \ ChL=22.06' L=64.60'
z N QA S 54°51'43" E - 23.89'
� ChB=S34°44'29"W
a II 12°46'44"
S 87'36'55" W - 0.83' ChL=55.81'
Lu N 11°25-3-9,"_ - 2.50'
u W R=100.00'
o2 L, S 78°34'21" - 10.80' L=22.30'
cn ChB=S11°44'35"E
m1 L I ChL=22.26'
LOT 9B \ LI CA° EASEMENT EXCHANGE AGREEMENT DETAIL
VAIL/INTERMOUNTAIN DEVELOPMENT SUBDIVISION, CN
�� SET A No. 5 REBAR
BLOCK 9, A RESUBDIVISION OF LOT 9 o \ I ...v.- cr PIL.S. No. 30091MINUM CAP
(RECEPTION No. 201404494)
z LOT 1OS I
S 0.649 ACRES I �'
I °°
ROADWAY STRUCTURE, PARKING, PUBLIC &
PRIVATE UTILITY EASEMENT
o AN's
(BOOK 255, PAGE 355)
d
o � I
• AREA SUBJECT TO EASEMENT EXCHANGE AGREEMENT
SRoQ (RECEPTION No. 20149556) -"GARAGE LOT
ROADWAY CONSTRUCTION & PROPERTY LINE 10N -`II
DRAINAGE EASEMENT /
(BOOK 255, PAGE 335) \ GARAGE SLAB
RADIUS- 50.00'
LOT 1 OS rELEV. = 8056.00' �� LOT 1 ON
•
b DELTA = 105°44'52" PROPERTY LINE 1PROPERTY
o , ELEV. = 8055.50' ��GARAE LOT� LINE
ARC = 92.28 los
S87°36'55"W - 124.00' TANGENT = 66.05'
SET A No. 5 REBAR ,
SET A No. 5 REBAR WITH A 1 4" ALUMINUM CAP CHORD = 79.73
WITH A 1 'P.L S AINUM LUMNo. 30091
P.L.S. No. 30091 BRG = S34°44'29"W CROSS-SECTION CA DETAIL
SNOWBERRY DRIVE (NOT TO SCALE)
(50' R.O.W.)
0 30 60
_ m = _ Feet
SCALE: 1 " = 30'
Gore Range
Surveying, LLC
VP PQ Box 15
DRAWN BY SE DATE 7/21/2016
Avon, CO 81520
(970)479-8698 • fax (970)479-0055 CHECKED BY SE DRAWING NO.:07-391 resub
JOB NO.:
07-391 SHEET 2 OF 2